Ductile steel beam-to-column connections for seismic resistance

Journal of Structural Engineering

Volumn 122, Issue 11, 1996, Pages 1292-1299

  Chen, Sheng Jin ^a   Yeh, C H ^a   Chu, J M ^a  

^a NATIONAL TAIWAN UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Taiwan)

Author keywords

[No Author keywords available]

Indexed keywords

DUCTILITY; ENERGY DISSIPATION; RETROFITTING; STIFFNESS; STRENGTH OF MATERIALS; STRESS CONCENTRATION; STRUCTURAL DESIGN; WELDED STEEL STRUCTURES;

BEAM FLANGES; BEAM TO COLUMN CONNECTIONS; CYCLIC LOAD; MOMENT RESISTING FRAMES; PLASTIC ROTATIONAL CAPACITY; STEEL FRAMES; ULTIMATE STRENGTH;

STEEL STRUCTURES;

EID: 0030285858     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1996)122:11(1292)     Document Type: Article

References (7)

1. American Institute of Steel Construction (AISC). (1994). "Northridge steel update I. American Institute of Steel Construction." Rep., Chicago, Ill.
2. Chen, S. J., and Chen, G. K. (1990). "Fracture of steel beam to box column connections." J. Chinese Inst. Engrg., 16(3), 381-394.
3. Chen, S. J., and Yen, C. H. (1994). "Enhancement of ductility of steel beam-to-column connections for seismic resistance." SSRC 1994 Tech. Session, Lehigh Univ., Pa.
4. Engelhardt, M. D., and Husain, A. S. (1993). "Cyclic-loading performance of welded flange-bolted web connections." J. Struct. Engrg., ASCE, 119(12), 3537-3550.
5. Plumier, A., Baus, R., Pepin, R., and Schleich, J. (1992). "Antiseismic steel structural work." U.S. Patent, No. 5148642.
6. Popov, E. P., Amin, N. R., and Louie, J. C. (1986). "Cyclic behavior of large beam-column assemblies." Engrg. J., 23(1), 9-23.
7. (SAC). (1995). "Steel moment frame connection advisory No. 3." SAC 95-01, Sacramento, Calif.